Integrated concrete pile end plate
By integrally molding the skirt and end plate of the concrete pile end plate, the problems of increased procedures and costs associated with traditional welding or riveting processes are solved, achieving efficient and low-cost processing and excellent sealing performance, thereby improving structural strength and durability.
Patent Information
- Application Number
- CN202520405778.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-10
- Publication Date
- 2026-01-27
- Estimated Expiration
- 2035-03-10
AI Technical Summary
The connection between the skirt plate and the end plate of existing concrete pile end plates requires additional welding or riveting processes, which increases processing time and cost. Furthermore, the connection quality is poor, which can easily lead to decreased sealing performance and structural loosening, especially in environments subjected to pressure or liquid media.
The integrated concrete pile end plate is adopted, with the skirt plate and the end plate body being integrally formed. The process is reduced by continuous casting and rolling or stamping, which improves processing accuracy and structural strength, eliminates joints, and enhances sealing performance.
It simplifies the processing technology, increases production speed and structural strength, reduces production costs, enhances sealing performance, avoids stress concentration and corrosion wear, and extends service life.
Smart Images

Figure CN223838047U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the technical field of concrete pile end plates, specifically relating to an integrated concrete pile end plate. Background Technology
[0002] The skirt plate on the concrete pile end plate, also known as the end plate flange or end plate clamp, connects to the end plate and prevents cement grout from seeping out from the end plate and joint, ensuring the integrity of the pile core concrete. In corrosive soils or high-water environments, the skirt plate reduces the intrusion of moisture and chemicals into the connection between the end plate and the pile body, delaying corrosion. Additionally, the skirt plate acts as a protective covering for the concrete; this extended structure helps distribute the pile top load more evenly across the end plate and pile body, preventing localized stress concentration that could lead to concrete cracking during pile driving or pressing.
[0003] Currently, skirt panels are mainly connected to end plates by welding or riveting. The industry is now shifting from manual welding to automated connection. For example, Chinese invention patent CN112404277A discloses a riveting device for pressing skirt panels onto end plates, which simplifies the feeding process of end plates and skirt panels and enables rapid positioning of end plates and skirt panels, improving the efficiency of riveting. Chinese utility model patent CN209078082U discloses an automatic welding device for square pile flanges, which adjusts the position of the welding gun through a welding gun moving device, enabling it to automatically adapt to the welding of square pile flanges of different sizes and specifications, overcoming the low efficiency problem of manual electric welding.
[0004] However, the above processing requires additional steps and labor. Poor welding quality or gaps in the riveting may affect the sealing performance, leading to leakage or structural loosening, especially in applications involving pressure or liquid media. Utility Model Content
[0005] To address the aforementioned shortcomings of existing technologies, this invention aims to solve the problem that precast concrete pile end plates require welding or riveting of skirt plates, increasing processing time and costs. Furthermore, the resulting structural integrity is insufficient, making them susceptible to damage due to processing quality issues or heavy loads, thus affecting grout sealing and encapsulation effects. The purpose of this invention is to provide an integrated concrete pile end plate, where the skirt plate and end plate body are integrally formed, reducing processes, lowering production costs, improving structural strength and rigidity, and simultaneously enhancing sealing performance.
[0006] To achieve the above objectives, this utility model adopts the following technical solution: an integrated concrete pile end plate, comprising:
[0007] The plate body, which may be polygonal, irregularly shaped, or circular, may or may not have a central hole.
[0008] The skirt is located at the outer edge of the bottom surface of the board. The outer side of the skirt is flush with the outer side of the board and of equal length. The cross-section of the inner side of the skirt is a beveled or arc-shaped structure. The skirt is larger at the top and smaller at the bottom. The upper part is integrated with the bottom surface of the board, and the lower part is a sharp corner or a short side.
[0009] According to another embodiment of the present invention or any of the foregoing embodiments, the concrete pile end plate is wherein the skirt is formed by continuous casting and rolling, and then hot-rolled in a mold.
[0010] According to another embodiment of the present invention or any of the foregoing embodiments, the concrete pile end plate is wherein the skirt is formed by stamping.
[0011] According to another embodiment of the present invention or any of the foregoing embodiments, the upper part of the inner side of the skirt and the bottom surface of the end plate are connected by a rounded corner.
[0012] According to another embodiment of the present invention or any of the foregoing embodiments, the concrete pile end plate has protrusions in the tension hole and the countersinking hole of the plate, and the protrusions are formed by stamping.
[0013] The beneficial effects of this utility model are:
[0014] 1. The integrated concrete pile end plate of this utility model reduces the extra steps and labor required by traditional welding and riveting processes. The integrated skirt can be directly formed by stamping, continuous casting and rolling or other integrated forming methods. The skirt processing accuracy is higher, the production speed is improved, and it is especially suitable for mass production.
[0015] 2. The integrated concrete pile end plate of this utility model eliminates the joints of welding or riveting, avoids stress concentration at the connection, improves the overall strength and rigidity, and has better grouting and covering effects. Attached Figure Description
[0016] Figure 1 This is a structural schematic diagram of the integrated concrete pile end plate of the suitable pile described in this utility model;
[0017] Figure 2 This is a cross-sectional schematic diagram of the integrated concrete pile end plate of the suitable pile described in this utility model.
[0018] Figure 3 for Figure 2 An enlarged schematic diagram of part A;
[0019] Figure 4 This is a cross-sectional schematic diagram of the integrated concrete pile end plate of the adaptable pipe pile described in this utility model.
[0020] Figure 5This is a cross-sectional schematic diagram of the integrated concrete pile end plate with protrusions for tensioning holes and sinking holes, which is suitable for the piling of this utility model.
[0021] In the diagram, 1 represents the board body; 2 represents the skirt. Detailed Implementation
[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present utility model.
[0023] Example 1:
[0024] like Figure 1 As shown, an integrated concrete pile end plate includes a plate body 1 and a skirt 2. The plate body 1 is square and has a central hole.
[0025] Skirt 2 is located on the outer edge of the bottom surface of plate 1. The outer side of skirt 2 is flush with the outer side of plate 1 and of the same length. The cross-section of the inner side of skirt 2 is a bevel or arc structure. Skirt 2 is larger at the top and smaller at the bottom. The upper part is integrated with the bottom surface of plate 1, and the lower part is a sharp corner or short side.
[0026] Example 2:
[0027] like Figure 4 As shown, an integrated concrete pile end plate includes a plate body 1 and a skirt 2, wherein the plate body 1 is annular.
[0028] Skirt 2 is located on the outer edge of the bottom surface of plate 1. The outer side of skirt 2 is flush with the outer side of plate 1 and of the same length. The cross-section of the inner side of skirt 2 is a bevel or arc structure. Skirt 2 is larger at the top and smaller at the bottom. The upper part is integrated with the bottom surface of plate 1, and the lower part is a sharp corner or short side.
[0029] Example 3:
[0030] An integral concrete pile end plate includes a plate body 1 and a skirt 2. The plate body 1 can be other polygonal, irregular, or circular shapes, with or without a central hole.
[0031] Skirt 2 is located on the outer edge of the bottom surface of plate 1. The outer side of skirt 2 is flush with the outer side of plate 1 and of the same length. The cross-section of the inner side of skirt 2 is a bevel or arc structure. Skirt 2 is larger at the top and smaller at the bottom. The upper part is integrated with the bottom surface of plate 1, and the lower part is a sharp corner or short side.
[0032] Example 4:
[0033] like Figure 2 , 3As shown, other features are as described in Embodiments 1 to 4, with the upper part of the inner side of the skirt 2 transitioning to the bottom surface of the end plate through rounded corners.
[0034] Example 5:
[0035] Other features are as described in Examples 1 to 4. The skirt 2 is formed by continuous casting and rolling, and then hot-pressed in a mold.
[0036] Example 6:
[0037] Other features, as described in Examples 1 to 4, include: 1. The skirt 2 is formed by stamping. In order to form a skirt 2 of such length, it may be necessary to heat it before stamping.
[0038] Example 7:
[0039] like Figure 5 As shown, an integrated concrete pile end plate includes a plate body 1 and a skirt 2. The plate body 1 is square and has a central hole. The tension hole and the countersinking hole of the plate body 1 are provided with protrusions. The tension hole is provided with threads, and the protrusions are formed by stamping.
[0040] Skirt 2 is located on the outer edge of the bottom surface of plate 1. The outer side of skirt 2 is flush with the outer side of plate 1 and of the same length. The cross-section of the inner side of skirt 2 is a bevel or arc structure. Skirt 2 is larger at the top and smaller at the bottom. The upper part is integrated with the bottom surface of plate 1, and the lower part is a sharp corner or short side.
[0041] The working principle of this utility model:
[0042] This utility model discloses an integrated concrete pile end plate, with the plate body 1 and skirt 2 forming an integral structure. The manufacturing process of this integrated structure is relatively simple, reducing the number and complexity of connecting parts, thereby improving processing efficiency. It also reduces the possibility of grout leakage from the joints, thus improving the grout-stopping effect. The integrated structure reduces stress concentration at the joints, lowering the risk of corrosion and wear, thereby extending service life.
[0043] The skirt 2 and the plate 1 can be manufactured using our company's continuous casting and rolling process, or the skirt 2 structure can be formed by heating the end plate billet and then stamping it. The skirt 2 of this invention has a cross-sectional shape that is larger at the top and smaller at the bottom, and is either a sloping or arc-shaped structure. When sloping, it is a right-angled trapezoidal structure with a pointed or short bottom. The end plate 1 is not symmetrical; it has a front and a back. A countersunk hole is provided on the front as a riveting hole, and the step of the countersunk hole limits the position of the steel bar (or main reinforcement) at the top. The skirt 2 is located on the back of the plate 1 and connects to the concrete pile.
[0044] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that the above embodiments are only for illustrating the technical concept and characteristics of this utility model, and are intended to enable those skilled in the art to understand and implement the content of this utility model. They should not be used to limit the scope of protection of this utility model. All equivalent changes or modifications made in accordance with the spirit and essence of this utility model should be covered within the scope of protection of this utility model.
Claims
1. An integrated concrete pile end plate, characterized in that: include: The plate (1) is polygonal, irregular, or circular, with or without a central hole. Skirt (2) is located on the outer edge of the bottom surface of the plate (1). The outer side of the skirt (2) is flush with the outer side of the plate (1) and of equal length. The cross-section of the inner side of the skirt (2) is a slanted or arc-shaped structure. The skirt (2) is larger at the top and smaller at the bottom. The upper part is integrated with the bottom surface of the plate (1), and the lower part is a sharp corner or a short side.
2. The integrated concrete pile end plate according to claim 1, characterized in that: The skirt (2) is formed by continuous casting and rolling, and then hot-pressed in a mold.
3. The integrated concrete pile end plate according to claim 1, characterized in that: The skirt (2) is formed by stamping.
4. An integrated concrete pile end plate according to any one of claims 1-3, characterized in that: The upper part of the inner side of the skirt (2) is connected to the bottom surface of the end plate by a rounded corner.
5. An integrated concrete pile end plate according to any one of claims 1-3, characterized in that: The tensioning hole and countersunk hole of the plate (1) are provided with protrusions, the tensioning hole is provided with threads, and the protrusions are formed by stamping.
Citation Information
Patent Citations
Pressing and riveting equipment for pressing and riveting apron board onto end plate
CN112404277A
Automatic square pile flange welding device
CN209078082U